CN110566128A - Cobble stratum soil nail drilling equipment - Google Patents

Cobble stratum soil nail drilling equipment Download PDF

Info

Publication number
CN110566128A
CN110566128A CN201910778843.7A CN201910778843A CN110566128A CN 110566128 A CN110566128 A CN 110566128A CN 201910778843 A CN201910778843 A CN 201910778843A CN 110566128 A CN110566128 A CN 110566128A
Authority
CN
China
Prior art keywords
drilling
rod
drill
soil nail
pebble
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910778843.7A
Other languages
Chinese (zh)
Inventor
陈军
周少华
喻英帆
杨新都
冉全军
韩晓军
李四光
岳贤会
李学强
王华林
黄军锋
刘彦彬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing East Earth Rock Engineering Co Ltd
Original Assignee
Beijing East Earth Rock Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing East Earth Rock Engineering Co Ltd filed Critical Beijing East Earth Rock Engineering Co Ltd
Priority to CN201910778843.7A priority Critical patent/CN110566128A/en
Publication of CN110566128A publication Critical patent/CN110566128A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/42Rotary drag type drill bits with teeth, blades or like cutting elements, e.g. fork-type bits, fish tail bits
    • E21B10/43Rotary drag type drill bits with teeth, blades or like cutting elements, e.g. fork-type bits, fish tail bits characterised by the arrangement of teeth or other cutting elements
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/60Drill bits characterised by conduits or nozzles for drilling fluids
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B17/00Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
    • E21B17/02Couplings; joints
    • E21B17/04Couplings; joints between rod or the like and bit or between rod and rod or the like
    • E21B17/042Threaded
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/18Drilling by liquid or gas jets, with or without entrained pellets

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

The invention relates to cobble stratum soil nail drilling equipment, which relates to the technical field of soil nail construction and comprises a water drilling rig, a drill rod detachably connected to the water drilling rig and a drill bit connected to the drill rod, wherein the drill rod is provided with a plurality of sections, and the adjacent drill rods are in threaded connection; the drill bit includes the body of rod, sets firmly a plurality of brill teeth on the body of rod global and sets firmly the portion of driling at body of rod tip, the portion of driling is the U-shaped, the body of rod is kept away from the one end of the portion of driling and is connected with the drilling rod. The cobble blocks are extruded to the periphery to form holes through the drill bit, and the hole forming method has the advantages of simple structure, low cost, high construction efficiency and easiness in hole forming in the cobble layer.

Description

Cobble stratum soil nail drilling equipment
Technical Field
The invention relates to the technical field of soil nail construction, in particular to a cobble stratum soil nail drilling device.
Background
Soil nailing Wall (Soil Nail Wall) is an in-situ Soil body reinforcement technology. The slope of the foundation pit is reinforced by soil nails made of steel bars, a steel bar mesh is laid on the surface of the slope, and a layer of concrete surface layer is sprayed on the surface of the slope to combine with the soil slope. The construction is a complex formed by firmly bonding a reinforced rod piece (namely a soil nail or an anchor rod) arranged in a slope body with the surrounding soil body, and a supporting structure similar to a gravity retaining wall formed by surface layers.
At present, the soil nailing wall is drilled in the following three modes,
firstly, adopting a Luoyang shovel to form a hole, then inserting a steel floral tube or a steel bar into the hole, and grouting to form an anchoring body, wherein the depth of the formed hole is about 4m generally. In the pebble stratum, the stratum is hard, so that the excavation difficulty is high, and the hole forming is difficult.
and secondly, directly pressing the steel perforated pipe into the side slope by using an air pick, and then grouting the steel perforated pipe to form a soil nail. In a pebble stratum, a steel perforated pipe is easily blocked by pebbles in the pressing-in process, is hard in geology, is difficult to continuously drive when the steel perforated pipe is generally driven to about 1m, and is difficult to drive the steel perforated pipe to the designed depth
And thirdly, directly punching holes in the side slope by using an anchor rod drilling machine, then inserting steel perforated pipes into the holes, and grouting to form an anchoring body. Because stones exist in the pebble stratum, the jumbolter cannot drill holes smoothly. And the anchor rod drilling machine has high manufacturing cost and high cost.
There is therefore a need for an apparatus suitable for drilling a pebble bed formation.
disclosure of Invention
The invention aims to provide cobble stratum soil nail drilling equipment which has the advantages of simple structure, low cost, high construction efficiency and easiness in hole forming in a cobble stratum, and the problem that a traditional hole forming mode is not easy to drill in the cobble stratum is solved.
the above object of the present invention is achieved by the following technical solutions:
The cobble stratum soil nail drilling equipment comprises a water drilling rig, a drill rod detachably connected to the water drilling rig and a drill bit connected to the drill rod, wherein the drill rod is provided with a plurality of sections, and adjacent drill rods are in threaded connection; the drill bit includes the body of rod, sets firmly a plurality of brill teeth on the body of rod global and sets firmly the portion of driling at body of rod tip, the portion of driling is the U-shaped, the body of rod is kept away from the one end of the portion of driling and is connected with the drilling rod.
by adopting the technical scheme, the drill rod is arranged on the water drilling machine, the requirement on the drilling depth is met, 6-8m soil nail drilling holes can be drilled in the pebble stratum, the drilling depth can meet the requirements on the soil nail drilling holes in different geology, and the drilling depth can be controlled according to the drilling depth of the drill rod; when the drill bit is arranged to drill in a pebble stratum, the pebble blocks are shifted to two sides when the drilling part drills, so that the pebble blocks in the drilling part are extruded outwards to form guide holes with the diameter smaller than that of the soil nail holes, then pebbles in the guide holes are further extruded to two sides under the action of the drilling teeth, the guide holes are reamed, and the soil nail holes are formed and formed step by step, so that the hole forming difficulty in the pebble stratum is reduced, the construction efficiency is high, the stratum disturbance is small, and the stability is good; the soil nail holes are formed in the pebble stratum in a mode of extruding the drill bit to form the holes, the operation is simple, the construction efficiency is high, the machinery is simple, the cost is low, and the problem that drilling is difficult in the pebble stratum by adopting a traditional process is solved.
The invention is further configured to: the water drill rig comprises a drill rod, a drill rod and a water drill rig, wherein the drill rod is a hollow steel pipe, the water drill rig comprises an output shaft, the output shaft is communicated with the inside of the drill rod, the inside of the rod body is hollow, and the side wall of the rod body is provided with an overflow hole.
Through adopting above-mentioned technical scheme, hydroenergy can be through output shaft, drilling rod, spout in the spillway hole on the body of rod is to drilling, not only can cool down the drill bit, increases the durability of drill bit, can drop water in addition and spout to drilling in, soften the cobble stratum, make the cobble piece be stained with the water lubrication, the drill bit of being convenient for extrudees the cobble to both sides.
The invention is further configured to: the output shaft is in threaded connection with the drill rod, and the screwing direction of the threads is the same as the rotating direction of the output shaft.
By adopting the technical scheme, the problem that the drill rod is separated from the output shaft in the drilling process is avoided.
The invention is further configured to: the rod body is in threaded connection with the drill rod.
Through adopting above-mentioned technical scheme, simple to operate dismantles simply.
The invention is further configured to: the length of the drill rod is 2-4 m.
By adopting the technical scheme, the drill rods with different lengths can be selected according to different drilling depths.
The invention is further configured to: the drilling part comprises two drilling teeth arranged at intervals, the two surfaces of the drilling teeth, which are opposite to each other, are arc surfaces, and a contraction table is fixedly arranged at one end, far away from the rod body, of each drilling tooth.
by adopting the technical scheme, the contraction table is convenient to insert among the pebbles, so that the pebbles are extruded to two sides when rotating, and a drill bit is convenient to drill to form a drill hole; the circular arc surfaces on the two sides can reduce friction between the drill bit and the pebbles, so that the drill bit can conveniently drill and extrude the two sides.
The invention is further configured to: the bottom of the drilling part is provided with a water outlet hole communicated with the inside of the rod body.
Through adopting above-mentioned technical scheme, water is spout from the apopore, can make the pebble bed in the place ahead be stained with the water lubrication and make the stratum soften, and the portion of being convenient for creep into stirs the extrusion with the pebble to both sides.
The invention is further configured to: the drill teeth are arranged in a bending mode towards the drilling part, and conical sharp corners facing the drilling direction are arranged at the end parts of the drill teeth.
By adopting the technical scheme, the sharp corner part is convenient for separating pebble blocks in a pebble layer and extruding the pebble blocks to two sides, so that a soil nail hole is formed, the cambered surface at the outer side can reduce friction between the pebble blocks and the drilling teeth, and the phenomenon of drill jamming in the drilling process is avoided.
The invention is further configured to: and the two ends of the drill rod and the side wall of one end of the rod body far away from the drilling part are respectively provided with a clamping groove.
Through adopting above-mentioned technical scheme, when installation and dismantlement, can rotate drilling rod or drill bit in the centre gripping groove through the instrument centre gripping, convenient operation.
In conclusion, the beneficial technical effects of the invention are as follows:
1. The drill rod is arranged, so that the requirements of drilling depths under different geology are met, when the drill bit is arranged to drill in a pebble stratum, pebble blocks are shifted to two sides when the drilling part drills, the pebble blocks in the drilling part are extruded outwards, a guide hole with the diameter smaller than that of a soil nail hole is formed firstly, then pebbles in the guide hole are further extruded to two sides under the action of the drill teeth, the guide hole is reamed, soil nail holes are formed, the soil nail holes are formed step by step, the hole forming difficulty in the pebble stratum is reduced, the construction efficiency is high, the disturbance to the stratum is small, and the stability is good; the soil nail holes are formed in the pebble stratum in a manner of extruding the drill bit to form holes, so that the operation is simple, the construction efficiency is high, the machinery is simple, and the cost is low;
2. The drill bit can spray water in the drilling process, and water can pass through the output shaft and the drill rod and is sprayed out of the overflow hole on the rod body into the drill hole, so that the drill bit can be cooled to increase the durability of the drill bit, and the water can be reduced and sprayed into the drill hole to soften a pebble stratum, so that pebble blocks are wetted and lubricated, and the pebbles are conveniently extruded to two sides by the drill bit;
3. The drilling teeth are provided with the arc surfaces and the contraction table, and the contraction table is convenient to insert among the pebbles, so that the pebbles are extruded to two sides when rotating, and a drill bit is convenient to drill to form a drill hole; the circular arc surfaces on the two sides can reduce the friction between the drill bit and the pebbles, so that the drill bit can conveniently drill and extrude the two sides;
4. The sharp corner is arranged, so that pebble blocks in a pebble layer can be conveniently separated by the sharp corner and can be extruded towards two sides, soil nail holes are formed, the outer cambered surface can reduce friction between the pebble blocks and the drilling teeth, and the phenomenon of drill jamming in the drilling process is avoided;
5. Through set up the centre gripping groove on drilling rod and drill bit, be convenient for installation and dismantlement between them.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the construction of a highlighting drill of the present invention;
Fig. 3 is a schematic diagram of the explosive structure of the present invention.
In the figure, 1, a water drilling machine; 2. an output shaft; 21. a threaded segment; 3. a drill stem; 31. an internal thread section; 32. a screw section; 4. a drill bit; 41. a rod body; 411. an overflow hole; 42. drilling teeth; 421. a sharp corner portion; 43. a drilling section; 44. a water outlet hole; 45. drilling teeth; 451. a retraction stage; 5. a clamping groove.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
referring to fig. 1, the cobble stratum soil nail drilling equipment disclosed by the invention comprises a water drilling rig 1, wherein an output shaft 2 is connected to the water drilling rig 1 in a transmission mode, a drill rod 3 is connected to the output shaft 2 in a threaded mode, the drill rod 3 is in multiple sections, and each section of drill rod is 2-4m in length, so that the drill rods 3 in different lengths can be selected according to different drilling depths. The adjacent drill rods 3 are in threaded connection. And a drill bit 4 is connected to one end of the drill rod 3 far away from the water drilling machine 1 in a threaded manner.
Referring to fig. 2, the drill 4 includes a rod 41, a plurality of drill teeth 42 fixed on the circumference of the rod 41 at regular intervals, and a drilling portion 43 fixed on the end of the rod 41, wherein the number of the drill teeth 42 is at least three, the drilling portion 43 is U-shaped, and one end of the rod 41 far away from the drilling portion 43 is in threaded connection with the drill rod 3. The screwing direction of the threads in the threaded connection is the rotating direction of the drill rod 3.
The drill rod 3 is arranged on the water drilling machine 1, so that the requirement of the drilling depth is met, 6-8m soil nail drilling holes can be drilled in a pebble stratum, the drilling depth can meet the requirements of the soil nail drilling holes in different geology, and the drilling depth can be controlled according to the drilling depth of the drill rod 3; when the drill bit 4 is arranged to drill in a pebble stratum, the drilling part 43 shifts pebble blocks to two sides when drilling, so that the pebble blocks of the drilling part 43 are extruded outwards to form a guide hole with a diameter smaller than that of a soil nail hole, then pebbles in the guide hole are further extruded to two sides under the action of the drilling teeth 42, the guide hole is reamed, and thus the soil nail hole is formed, the soil nail hole is formed step by step, the hole forming difficulty in the pebble stratum is reduced, the construction efficiency is high, the stratum disturbance is small, and the stability is good; the soil nail holes are formed in the pebble stratum in a mode of extruding the drill bit 4 to form holes, the operation is simple, the construction efficiency is high, the machinery is simple, the cost is low, and the problem that drilling is difficult in the pebble stratum by adopting a traditional process is solved.
Referring to fig. 2 and 3, the drill rod 3 is a hollow steel pipe, and has high strength and low manufacturing cost. The output shaft 2 of the water drilling machine 1 is hollow and communicated with a water source, and a threaded section 21 is integrally formed at one end, far away from the water drilling machine 1, of the output shaft 2. The drill rod 3 is a hollow steel pipe, one end of the drill rod is provided with an internal thread section 3121 screwed on the thread section 21, and the other end of the drill rod is fixedly provided with a screw section 32 with the same size as the thread section 21. The internal thread section 3121 may be screwed onto the thread section 21 or the screw section 32 on adjacent drill rods 3 to connect the drill rods 3 to the water drill rig 1 or to connect adjacent drill rods 3 together. The rod body 41 is hollow and communicated with the output shaft 2 and the drill rod 3, and an overflow hole 411 is formed in the side wall of the rod body 41. During drilling, water can pass through the output shaft 2 and the drill rod 3 and is sprayed out of the overflow hole 411 on the rod body 41 into the drill hole, so that the drill bit 4 can be cooled, the durability of the drill bit 4 is improved, and the water can be sprayed into the drill hole to soften a pebble stratum, so that pebble blocks are wetted and lubricated, and the drill bit 4 can extrude pebbles to two sides conveniently.
Referring to fig. 2, a water outlet hole 44 communicated with the inside of the rod body 41 is further formed in the bottom of the drilling portion 43, water is sprayed out from the water outlet hole 44, a pebble layer in front can be wetted and lubricated, a stratum is softened, and the pebble is stirred and extruded towards two sides by the drilling portion 43 conveniently.
Referring to fig. 2, the drilling portion 43 includes two drilling teeth 45 disposed at an interval and vertically fixed at the end of the rod 41, the opposite surfaces of the two drilling teeth 45 are arc surfaces, and a contracting platform 451 is integrally formed at one end of the drilling teeth 45 away from the rod 41. The contracting table 451 is convenient to insert among the pebbles, so that the pebbles are pressed towards two sides when rotating, and the drill bit 4 is convenient to drill to form a drill hole; the circular arc surfaces on the two sides can reduce the friction between the drill bit 4 and the pebbles, so that the drill bit 4 can conveniently drill and extrude the two sides.
Referring to fig. 2, in order to facilitate forward drilling of the drill teeth 42, the drill teeth 42 are bent towards the drilling portion 43, the outer side surfaces of the drill teeth are provided with arc surfaces, the end portions of the drill teeth 42 are provided with sharp corners 421 towards the drilling direction, when drilling is performed, the sharp corners 421 facilitate separation of pebble blocks in a pebble layer and extrusion towards two sides, soil nail holes are formed, and the arc surfaces on the outer sides can reduce friction between the pebble blocks and the drill teeth 42, so that the phenomenon of drill sticking in the drilling process is avoided.
Referring back to fig. 1, as the water drilling machine 1, the drill rod 3 and the drill bit 4 are in threaded connection, in order to facilitate connection and detachment among the water drilling machine 1, the drill rod 3 and the drill bit 4, the side walls of the two ends of the drill rod 3 and the end, far away from the drilling part 43, of the rod body 41 are respectively provided with a clamping groove 5, and when the water drilling machine is installed and detached, the drill rod 3 or the drill bit 4 can be rotated in the clamping groove 5 through tool clamping, so that the operation is convenient.
The implementation principle of the embodiment is as follows: when the device is used, the drill bit 4 is directly screwed on the output shaft 2, a shallow soil nail hole is drilled at the position where the soil nail hole needs to be drilled, and then the drill bit 4 is withdrawn from the soil nail hole.
The method comprises the steps of detaching a drill bit 4 from an output shaft 2, enabling a drill rod 3 to be installed on the output shaft 2, installing the drill bit 4 on the drill rod 3, inserting the drill bit 4 into a soil nail hole which is punched in advance, starting a water drilling machine 1, connecting an external water source, drilling a pebble layer, keeping the drill rod 3 and the drill bit 4 in the soil nail hole when the drill rod 3 is drilled to the tail end, removing the connection between the drill rod 3 and the water drilling machine 1, adding the drill rod 3 between the drill rod 3 and the water drilling machine 1, and continuing drilling until drilling is completed.
After drilling is finished, the drill rod 3 and the drill bit 4 are pulled out of the soil nailing hole, the steel perforated pipe is rapidly inserted into the soil nailing hole by utilizing the self-stability of the pebble layer, and then grouting is carried out.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.

Claims (9)

1. Cobble stratum soil nail drilling equipment, its characterized in that: the device comprises a water drilling machine (1), a drill rod (3) detachably connected to the water drilling machine (1) and a drill bit (4) connected to the drill rod (3), wherein the drill rod (3) is provided with a plurality of sections, and the adjacent drill rods (3) are in threaded connection; the drill bit (4) comprises a rod body (41), a plurality of drilling teeth (42) fixedly arranged on the circumferential surface of the rod body (41) and a drilling portion (43) fixedly arranged at the end portion of the rod body (41), the drilling portion (43) is U-shaped, and one end, far away from the drilling portion (43), of the rod body (41) is connected with the drill rod (3).
2. A pebble formation soil nail drilling apparatus according to claim 1, wherein: the water drilling machine is characterized in that the drill rod (3) is a hollow steel pipe, the water drilling machine (1) comprises an output shaft (2), the output shaft (2) is communicated with the inside of the drill rod (3), the rod body (41) is hollow inside, and overflow holes (411) are formed in the side wall of the rod body (41).
3. A pebble formation soil nail drilling apparatus according to claim 2, wherein: the output shaft (2) is in threaded connection with the drill rod (3), and the screwing direction of the threads is the same as the rotating direction of the output shaft (2).
4. A pebble formation soil nail drilling apparatus according to claim 1, wherein: the rod body (41) is in threaded connection with the drill rod (3).
5. a pebble formation soil nail drilling apparatus according to claim 1, wherein: the length of the drill rod (3) is 2-4 m.
6. A pebble formation soil nail drilling apparatus according to claim 1, wherein: drilling portion (43) include two intervals set up and creep into tooth (45), two the one side that creeps into tooth (45) back of the body mutually is the arc surface, the one end that creeps into tooth (45) and keep away from body of rod (41) has set firmly shrink platform (451).
7. A pebble formation soil nail drilling apparatus according to claim 2, wherein: the bottom of the drilling part (43) is provided with a water outlet hole (44) communicated with the inside of the rod body (41).
8. a pebble formation soil nail drilling apparatus according to claim 1, wherein: the drilling teeth (42) are arranged in a bending way towards the drilling part (43), and the end parts of the drilling teeth (42) are provided with conical sharp corners (421) towards the drilling direction.
9. A pebble formation soil nail drilling apparatus according to claim 1, wherein: and clamping grooves (5) are respectively formed in the two ends of the drill rod (3) and the side wall of one end, far away from the drilling part (43), of the rod body (41).
CN201910778843.7A 2019-08-22 2019-08-22 Cobble stratum soil nail drilling equipment Pending CN110566128A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910778843.7A CN110566128A (en) 2019-08-22 2019-08-22 Cobble stratum soil nail drilling equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910778843.7A CN110566128A (en) 2019-08-22 2019-08-22 Cobble stratum soil nail drilling equipment

Publications (1)

Publication Number Publication Date
CN110566128A true CN110566128A (en) 2019-12-13

Family

ID=68774202

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910778843.7A Pending CN110566128A (en) 2019-08-22 2019-08-22 Cobble stratum soil nail drilling equipment

Country Status (1)

Country Link
CN (1) CN110566128A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111236849A (en) * 2020-03-04 2020-06-05 邹城兖矿泰德工贸有限公司 PDC high-strength discharge drill bit

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005097936A (en) * 2003-09-24 2005-04-14 ▲高▼嶋建設工事株式会社 Boring execution method and its device excavating gravel layer or obstacle layer
US20100230175A1 (en) * 2006-12-04 2010-09-16 Engstrom Robert W Earth Boring Bit
CN103321579A (en) * 2013-07-17 2013-09-25 中冶建工集团有限公司 Multi-claw drill suitable for loosening earth surface soil texture formed holes
CN203334959U (en) * 2013-07-16 2013-12-11 中冶建工集团有限公司 Hole forming device for supporting slope of composite soil-nailed wall
CN203463016U (en) * 2013-08-23 2014-03-05 中国建筑一局(集团)有限公司 Triaxial mixer drill bit suitable for pierce through boulder layer soil property
CN103835647A (en) * 2012-11-23 2014-06-04 四川省地质工程勘察院 Method for drilling floating pebble bed
CN105317381A (en) * 2015-11-06 2016-02-10 宁波易通建设有限公司 Drill bit for constructing cast-in-situ bored pile and hole forming method using same
WO2016095144A1 (en) * 2014-12-17 2016-06-23 贺德新 Drill pipe and pile driver for construction of belled threaded pile, and construction method of belled threaded pile
CN109930993A (en) * 2019-04-22 2019-06-25 北京城建勘测设计研究院有限责任公司 A kind of pebble layer tube well dewatering well formation device and construction method
CN209129542U (en) * 2018-11-12 2019-07-19 中建八局轨道交通建设有限公司 The boring jackrod structure of bad ground
CN210564372U (en) * 2019-08-22 2020-05-19 北京东地岩土工程有限公司 Cobble stratum soil nail drilling equipment

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005097936A (en) * 2003-09-24 2005-04-14 ▲高▼嶋建設工事株式会社 Boring execution method and its device excavating gravel layer or obstacle layer
US20100230175A1 (en) * 2006-12-04 2010-09-16 Engstrom Robert W Earth Boring Bit
CN103835647A (en) * 2012-11-23 2014-06-04 四川省地质工程勘察院 Method for drilling floating pebble bed
CN203334959U (en) * 2013-07-16 2013-12-11 中冶建工集团有限公司 Hole forming device for supporting slope of composite soil-nailed wall
CN103321579A (en) * 2013-07-17 2013-09-25 中冶建工集团有限公司 Multi-claw drill suitable for loosening earth surface soil texture formed holes
CN203463016U (en) * 2013-08-23 2014-03-05 中国建筑一局(集团)有限公司 Triaxial mixer drill bit suitable for pierce through boulder layer soil property
WO2016095144A1 (en) * 2014-12-17 2016-06-23 贺德新 Drill pipe and pile driver for construction of belled threaded pile, and construction method of belled threaded pile
CN105317381A (en) * 2015-11-06 2016-02-10 宁波易通建设有限公司 Drill bit for constructing cast-in-situ bored pile and hole forming method using same
CN209129542U (en) * 2018-11-12 2019-07-19 中建八局轨道交通建设有限公司 The boring jackrod structure of bad ground
CN109930993A (en) * 2019-04-22 2019-06-25 北京城建勘测设计研究院有限责任公司 A kind of pebble layer tube well dewatering well formation device and construction method
CN210564372U (en) * 2019-08-22 2020-05-19 北京东地岩土工程有限公司 Cobble stratum soil nail drilling equipment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111236849A (en) * 2020-03-04 2020-06-05 邹城兖矿泰德工贸有限公司 PDC high-strength discharge drill bit

Similar Documents

Publication Publication Date Title
CN110747855B (en) Method for removing ultra-long pile by adopting double sleeves
CN210564372U (en) Cobble stratum soil nail drilling equipment
CN110566128A (en) Cobble stratum soil nail drilling equipment
CN109973026B (en) Pile construction method and special drill rod system
CN109098744B (en) Use method of anchor rod extrusion type anchoring agent connecting pipe fitting
CN112145204A (en) A direction creeps into formula pipe canopy for secretly dig passageway
CN110747854A (en) Double-sleeve pile pulling device for pulling out ultra-long pile in limited space
CN113235577B (en) Pile forming method by spirally extruding soil to form hole and fixing sleeve and pouring concrete in follow-up manner
CN215565741U (en) Rotary drilling and reaming drill bit capable of realizing multi-stage reaming and reaming equipment
CN210530749U (en) Self-advancing pipe shed drilling tool for tunnel soft rock excavation
CN210344519U (en) Pipe jacking device for underground pipeline construction
CN113503171A (en) Guiding self-drilling type pipe shed steel pipe device for tunnel excavation and construction method
CN211058732U (en) Anchor rod taking drill rod
JP6389681B2 (en) Ground improvement method in front of face in tunnel excavation work.
CN203285349U (en) Long auger drilling pressing grouting pile machine telescopic drilling rod
CN217401888U (en) Drain pipe plug
CN102644285A (en) Anti-collapse hole construction method for anchor drilling
CN202273607U (en) Soil-free threaded drill rod
CN113737802B (en) Construction method of enlarged footing
CN212614489U (en) Circular cutting tube drawing drilling machine
CN100398781C (en) Tunnel rupture type excavating method and excavating units
CN210315526U (en) Steel sleeve for improving construction speed of cast-in-place pile
CN216692414U (en) Stable high-stability jacking method construction method jacking pipe
CN219886843U (en) High-spraying-wall-down embedded recyclable blocking sleeve
CN102392611A (en) Threaded drill pipe without bringing out soil and pilling method without bringing out soil for simultaneously forming thread and smooth rod

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination